KR100994805B1 - Multipurpose reservoir apparatus - Google Patents

Multipurpose reservoir apparatus Download PDF

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Publication number
KR100994805B1
KR100994805B1 KR1020100019804A KR20100019804A KR100994805B1 KR 100994805 B1 KR100994805 B1 KR 100994805B1 KR 1020100019804 A KR1020100019804 A KR 1020100019804A KR 20100019804 A KR20100019804 A KR 20100019804A KR 100994805 B1 KR100994805 B1 KR 100994805B1
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South Korea
Prior art keywords
fixing member
side wall
wall portion
inner fixing
storage device
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KR1020100019804A
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Korean (ko)
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김애희
이은숙
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도청산업주식회사
이은숙
김애희
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Priority to KR1020100019804A priority Critical patent/KR100994805B1/en
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101Dedicated additional structures, interposed or parallel to the sewer system
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Abstract

PURPOSE: A complex water detention device is provided to fix a bottom member, a column member, and an upper member in a prefabricated manner, thereby reducing labor and times. CONSTITUTION: A complex water detention device comprises an outer member, an inner fixing member(200), a column member(300), an upper fixing member(500), a bottom member(400), and an upper plate member(600). The outer member is formed in order to surround the outside of a detention tank. The inner fixing member installed inside the outer member. The inner fixing member is expanded to the outside to support the lower part thereof on a floor. The inner fixing member is formed with an end projection having the same height with the lower support of the outer member. One end of the column member is coupled with the inner fixing member and a T-shaped side wall portion(100-2). The other end of the column member is expanded upward. The upper fixing member is fixed between the adjacent column members. The bottom member is positioned between the inner fixing members. The bottom member forms the floor of the detention tank.

Description

복합저류장치{MULTIPURPOSE RESERVOIR APPARATUS}MULTIPURPOSE RESERVOIR APPARATUS}

본 발명은 우수저류조 내부을 기둥부재, 내부고정부재, 상부고정부재로 지지하여 내부에 벽을 세우지 않아 유지보수 할 수 있는 넓은 공간을 확보할 수 있으며, 저류조 내부에 별도의 장치를 통해 유입된 물의 흐름을 상하로 순차적으로 흐르도록 하여 우수에 포함된 가볍고 무거운 이물질을 제거할 수 있게 하여 청소를 해야 하는 공간을 한정 시킴으로써 적은 유지비용이 투입 되며, 각각의 부재를 연결하는 방법에 누수 문제를 해결함으로써 방수 및 수밀성 확보가 되었고 바닥부재, 기둥부재 및 상부부재를 조립식으로 고정할 수 있도록 하여 현장 타설 콘트리트 구조물에 비해서도 보다 적은 노동력 및 시간으로 시공할 수 있는 복합저류장치에 관한 것이다.
The present invention is to support the interior of the rainwater storage tank with a pillar member, an internal fixing member, an upper fixing member to secure a wide space for maintenance without standing walls inside, the flow of water introduced through a separate device inside the storage tank It can be flowed up and down sequentially to remove light and heavy foreign substances contained in rainwater, thereby limiting the space to be cleaned, so that a small maintenance cost is incurred. And it is secured watertightness and to allow the bottom member, the column member and the upper member to be prefabricated to a composite storage device that can be constructed with less labor and time than the site-casting concrete structure.

최근에, 하천 유역의 도시화가 급속히 진행됨에 따라 우수의 유출량이 증대하게 되었다. 그로 인한 하천의 단면 부족으로 매년 홍수 시에는 많은 인명과 재산의 피해를 반복적으로 경험하고 있는 실정이다. 이런 문제를 해결하기 위한 대책으로 우수 저류조를 주차장, 운동장, 공원 등의 지하에 매설하여 초기 강우량의 수질 오염을 저감시키고 누수 유출을 억제시켜 재난을 방지하여 수자원을 재활용하여 물 부족 현실에 기여할 수 있는 우수 저류조의 설치가 절실하게 필요하게 되었다.In recent years, as the urbanization of river basins proceeds rapidly, the runoff of rainwater has increased. Due to the lack of cross-section of the rivers, the flooding experiences many lives and property damages every year. As a countermeasure to solve this problem, rainwater reservoirs can be buried underground in parking lots, sports grounds, parks, etc. to reduce water pollution in early rainfall, prevent leakage and prevent disasters, and recycle water resources to contribute to water shortages. The installation of storm water storage tanks is urgently needed.

대한민국등록특허 제10-0582121호에서는 상면판과 저면판의 각 모서리에 기둥이 형성된 육면체의 저류블록을 다수개가 일직선상으로 반복적으로 배열하여 저류공간을 형성하는 우수저류조를 제시하였다. 그러나, 대한민국등록특허 제10-0582121호의 우수저류조는 기본구조로서 육면체형상을 갖기 때문에 우수저류조로 사용하기 위해서는 완성품을 현장으로 이동할 수 없어 현장에서 직접 우수처리조를 제작해야하는 단점과, 함께 우수처리조의 설치를 위해서는 대형 기중기 등이 필요한 문제와 함께 설치시 미세 조절에서도 거대한 무게로 인하여 조절이 어려운 단점 및 저류블록 자체가 육면체형상이기 때문에 우수저류조의 설치후 청소하기 위한 공간을 넓게 형성하기 어려운 단점이 있다.Korean Patent Registration No. 10-0582121 proposed an excellent storage tank to form a storage space by repeatedly arranging a plurality of storage blocks of hexahedron having pillars at each corner of the top plate and the bottom plate in a straight line. However, the excellent storage tank of Korean Patent Registration No. 10-0582121 has a hexahedral shape as its basic structure, so that it is impossible to move the finished product to the site in order to use it as an excellent storage tank. In order to install, there is a problem that a large crane is required, and it is difficult to adjust due to the huge weight even in fine adjustment during installation, and because the storage block itself is a hexahedron shape, it is difficult to form a large space for cleaning after installation of an excellent storage tank. .

이러한 단점을 해결하기 위해 대한민국등록특허 제10-0938223호에서는 저류조의 측면블록, 스탠드블록, 상판블록 및 하부블록을 조립식으로 형성하여 시공할 수 있는 조립식 우수저류조를 제시하였다. 그러나, 대한민국등록특허 제10-0938223호는 우수저류조의 내부에 위치하는 스탠드블록이 직사각형 또는 정사각형의 육면체 형상이기 때문에 우수저류조의 설치후 청소 및 유지관리하기 위한 공간을 충분히 넓게 형성하기 어렵고 측면블록, 스탠드블록, 상판블록 및 하부블록을 조립 할 때 시공오차 보정이 어려우며 그로 인해 발생하는 하부 방수문제 해결이 어려운 단점이 여전히 남아 있다.In order to solve this disadvantage, the Republic of Korea Patent No. 10-0938223 proposed a prefabricated excellent storage tank that can be formed by prefabricating the side block, stand block, top block and lower block of the storage tank. However, the Republic of Korea Patent No. 10-0938223 is difficult to form a wide enough space for cleaning and maintenance after installation of rainwater storage tank because the stand block located inside the rainwater storage tank is rectangular or square hexahedron shape, side block, When assembling the stand block, the upper block and the lower block, it is difficult to correct construction errors and it is still difficult to solve the lower waterproof problem.

대한민국등록특허제10-0582121호Republic of Korea Patent No. 10-0582121 대한민국등록특허제10-0938223호Korea Patent Registration No. 10-0938223

본 발명의 해결과제는 우수저류조 내부을 기둥부재로 지지하여 내부에 벽을 세우지 않아 유지보수할 수 있는 공간을 확보할 수 있는 복합저류장치를 제공하는 데 있다.The problem to be solved by the present invention is to provide a composite storage device that can secure the space that can be maintained by not standing the wall inside to support the inside of the excellent storage tank with a pillar member.

본 발명의 다른 해결과제는 우수저류조 내부를 형성하는 바닥부재, 기둥부재 및 상부부재를 조립식으로 고정할 수 있도록 하여 현장 타설 콘트리트 구조물에 비해서도 보다 적은 노동력 및 시간으로 시공할 수 있는 복합저류장치를 제공하는 데 있다.Another problem of the present invention is to provide a composite storage device that can be installed with less labor and time than the field-pouring concrete structure by allowing the bottom member, the pillar member and the upper member to form a prefabricated storage tank prefabricated. There is.

본 발명의 또다른 해결과제는 저류조 내부에 별도의 장치를 통해 유입된 물의 흐름을 상하로 순차적으로 흐르도록 하여 우수에 포함된 가볍고 무거운 이물질을 제거할 수 있고 청소를 해야 하는 공간을 한정되게 하여 적은 유지비용을 투입 할 수 있는 복합저류장치를 제공하는 데 있다.Another problem of the present invention is to remove the light and heavy foreign substances contained in rainwater by sequentially flowing the water flow introduced through the separate device in the storage tank up and down in order to limit the space to be cleaned It is to provide a compound storage device that can put a maintenance cost.

본 발명의 또다른 해결과제는 외곽부재 설치시 연속형 강선 정착구를 사용하여 외곽부재 설치시 발생 할 수 있는 정착구 부분의 방수 문제를 제거 할 수 있는 복합저류장치를 제공하는 데 있다. Another problem to be solved by the present invention is to provide a compound storage device that can eliminate the problem of waterproofing of the anchorage portion that may occur when the outer member is installed by using a continuous steel wire anchorage when installing the outer member.

본 발명의 또다른 해결과제는 외곽부재 및 내부고정부재를 일괄로 설치 한 이후에 바닥부재를 설치하여 시공시 발생 할 수 있는 시공오차를 수정 할 수 있는 복한저류장치를 제공하는 데 있다.Another problem of the present invention is to provide a complex storage device that can correct the construction error that can occur during the installation by installing the bottom member after installing the outer member and the inner fixing member collectively.

본 발명의 또다른 해결과제는 바닥부재를 조립하기 전에 기초에 형성된 H빔 상단에 차수시트와 L형강, 밀봉테이프, 볼트를 사용하여 바닥부분에서 발생하는 방수문제를 제거 할 수 있는 복합저류장치를 제공하는 데 있다.Another problem of the present invention is a composite storage device that can eliminate the waterproof problem occurring in the bottom portion by using the order sheet and L-shaped steel, sealing tape, bolts on the top of the H beam formed on the base before assembling the floor member To provide.

본 발명의 또다른 해결과제는 상판부재와 바닥부재를 조립할 때 매립형 다웰바를 사용하여 모든 부재를 PC로 연결 할 수 있는 복합저류장치를 제공하는 데 있다.Another problem of the present invention is to provide a compound storage device that can connect all members to a PC by using a buried dowel bar when assembling the top member and the bottom member.

본 발명의 또다른 해결과제는 기존의 직각으로 조립되는 모서리부분에 대하여 예각 및 둔각의 PC 부재를 사용하여 제공되는 지형에 맞추어 자유롭게 PC부재를 제공하고 연결 할 수 있는 복합저류장치를 제공하는 데 있다.Another problem of the present invention is to provide a composite storage device that can provide and connect the PC member freely in accordance with the terrain provided by using acute and obtuse PC member with respect to the corner portion assembled at a right angle. .

본 발명의 또다른 해결과제는 PC 기둥부재 조립에 콘크리트 또는 철강 재질의 가이드 핀을 삽입하여 기둥을 조립 할 때 발생 할 수 있는 기둥의 전도 문제와 높이 조절 문제를 제거 할 수 있는 복합저류장치를 제공하는 데 있다.
Another problem of the present invention is to provide a compound storage device that can eliminate the problem of the fall of the column and the problem of height adjustment that can occur when assembling the pillar by inserting the guide pin of concrete or steel material to the PC pillar member assembly. There is.

본 발명의 일실시예에 따른 복합저류장치는, 저류조의 측면을 형성하는 측벽부와 T형측벽부 및 저류조의 모서리를 형성하는 모서리부를 구비하되, 상기 측벽부, T형측벽부, 모서리부의 하부에는 단턱을 갖는 하부지지대가 형성된 외곽부재와; 외곽부재의 내부에서 일방향으로 설치되며 하부는 바닥에 지지되도록 외측으로 연장되면서 외곽부재의 하부지지대의 단턱과 동일한 높이의 단턱을 갖는 내부고정부재와; 외곽부재의 하부지지대와 내부고정부재 사이 또는 서로 이웃하는 내부고정부재 사이에 형성된 단턱에 위치하며 저류조의 바닥을 형성하는 바닥부재와; 일단이 내부고정부재 또는 T형측벽부에 체결되고 타단이 상부방향으로 연장된 기둥부재와; 서로 이웃하는 기둥부재 사이에 체결되는 상부고정부재와; 상기 외곽부재와 상부고정부재 사이 또는 상부고정부재 사이에 위치하며 저류조의 상판을 형성하는 상판부재;를 구비하는 통상의 복합저류장치에 있어서, 바닥부재는 측벽부, T형측벽부, 모서리부의 하부지지대와 내부고정부재에 형성된 단턱 사이를 덮을 수 있도록 상부면이 넓고 하부면이 좁은 역단턱 모양으로 형성되고, 바닥부재의 측면 단턱부에는 형성된 제1삽입홈, 제1삽입홈의 내부에 위치하는 탄성부, 탄성부의 전면에 위치하며 탄성부의 탄력으로 전방으로 돌출되는 고정철근 및 고정철근이 외부로 돌출되는 것을 제어하는 제어부로 이루어진 다수의 고정부재를 구비하며, 하부지지대의 측면과 내부고정부재의 측면에는 고정철근이 체결될 수 있는 제2삽입홈 및 제3삽입홈이 형성된 것을 특징으로 한다.Composite storage device according to an embodiment of the present invention, the side wall portion and the T-shaped side wall portion and the corner portion forming the corner of the storage tank forming the side of the storage tank, the side wall portion, T-shaped side wall portion, the lower portion of the corner portion The outer member is formed with a lower support having a step; An inner fixing member installed in one direction from the inside of the outer member and having a step of the same height as that of the lower support of the lower support of the outer member while extending downward to support the bottom; A bottom member positioned at a step formed between the lower support and the inner fixing member of the outer member or between the inner fixing members adjacent to each other and forming a bottom of the storage tank; A pillar member whose one end is fastened to the inner fixing member or the T-shaped side wall portion and the other end thereof extends upwardly; An upper fixing member fastened between adjacent pillar members; In the conventional composite storage device having a top plate member located between the outer member and the upper fixing member or between the upper fixing member and forming a top plate of the storage tank, the bottom member is a side wall portion, T-shaped side wall portion, the lower portion of the corner portion The upper surface is wide and the lower surface is formed in a narrow reverse step shape so as to cover between the step formed in the support and the inner fixing member, the side step of the bottom member is formed in the first insertion groove, the first insertion groove It is provided with a plurality of fixing members made of an elastic part, a fixed reinforcing bar protruding forward with elasticity of the elastic part and a control unit for controlling the fixed reinforcing bar protruding to the outside, the side of the lower support and the internal fixing member The side is characterized in that the second insertion groove and the third insertion groove which can be fastened to the fixed reinforcement is formed.

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바람직하게, T형측벽부의 하부지지대는 내부고정부재의 높이와 동일한 높이를 갖으면서 내측으로 연장된 제1연결턱이 형성되고, T형측벽부의 상부는 상부고정부재로 연장된 제2연결턱이 형성된 것을 특징으로 한다.Preferably, the lower support of the T-shaped side wall portion has a height equal to the height of the inner fixing member, and a first connecting jaw extending inward is formed, and the upper portion of the T-shaped side wall portion has a second connecting jaw extending to the upper fixing member. Characterized in that formed.

바람직하게, 하부지지대의 단턱에는 상부측으로 돌출된 제1볼트가 형성되고, 내부고정부재의 단턱에는 상부측으로 돌출된 제3볼트가 형성되고, 바닥부재에는 제1, 3볼트가 관통하는 제1볼트체결홀이 형성된 것을 특징으로 한다. Preferably, a first bolt protruding to the upper side is formed at the stepped portion of the lower support, a third bolt protruding to the upper side is formed at the stepped portion of the inner fixing member, and a first bolt through which the first and third bolts pass through the bottom member. A fastening hole is formed.

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바람직하게, 상기 바닥부재의 일측면에는 연결철근이 형성되고, 타측면에는 이웃하는 바닥부재의 연결철근이 삽입되는 철근연결홈이 형성된 것을 특징으로 한다.Preferably, one side of the floor member is connected to the reinforcing bar is formed, the other side is characterized in that the reinforcing bar groove is formed is inserted into the connecting bar of the neighboring bottom member.

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바람직하게, 저류조의 바닥부재와 상판부재 사이에는 하부가 개구된 하단개구부를 갖는 하단유도부와 상부가 개구된 상단개구부를 갖는 상단유도부로 이루어진 유도부재가 더 형성된 것을 특징으로 한다.Preferably, the guide member is formed between the bottom member and the upper plate member of the storage tank further comprises a lower guide portion having a lower opening with a lower opening and an upper guide portion having an upper opening with an upper opening.

바람직하게, 상기 바닥부재의 하부에는 H빔 사이에서 H빔의 높이의 제1건비빔몰탈층과, 제1건비빔몰탈층 상부에 형성된 차수시트와, 차수시트와 바닥부재 사이에 형성되는 제2건비빔몰탈층, H빔 상부에서 H빔 상부에 위치하는 차수시트의 양 끝단을 상부에 위치하는 압착테이프, 압착테이프의 상부에 위치하며 H빔과 볼트결합되는 L형강재로 이루어진 기초부재가 더 형성된 것을 특징으로 한다.
Preferably, a lower portion of the bottom member includes a first gunbibeam mortar layer having a height of the H beam between the H beams, an order sheet formed on the first gunbi beam mortar layer, and a second formed between the order sheet and the bottom member. A dry base beam mortar layer, a crimping tape positioned at both ends of the order sheet positioned at the upper part of the H beam at the upper part of the H beam, and a base member made of an L-shaped steel which is bolted to the H beam at the upper part of the crimping tape. Characterized in that formed.

본 발명에 따른 복합저류장치는 종래의 우수저류조와 비교하여 저류조 내부의 유지보수를 위한 공간확보가 가능한 장점이 있다.The composite storage device according to the present invention has an advantage in that space can be secured for maintenance inside the storage tank as compared with the conventional excellent storage tank.

또한, 우수저류조에서 가장 많이 사용되는 바닥부재, 기둥부재 및 상부부재를 조립식으로 고정할 수 있어 현장 타설 콘트리트 구조물에 비해서도 보다 적은 노동력 및 시간을 절감하여 시공비용을 절감할 수 있는 장점이 있다.In addition, since the bottom member, the pillar member and the upper member which are most used in rainwater storage tanks can be fixed in a prefabricated manner, there is an advantage that the construction cost can be reduced by reducing the labor and time even when compared to the site casting concrete structure.

또한, 저류조 내부로 유입된 물에 포함된 이물질이 포함되어 있더라도 물이 흐르면서 제거할 수 있는 장점이 있다.In addition, even if the foreign matter contained in the water introduced into the reservoir has the advantage that can be removed as the water flows.

또한, 외곽부재 및 내부고정부재를 일괄로 설치 한 이후에 바닥부재를 설치하여 시공시 발생 할 수 있는 시공오차를 수정 할 수 있는 장점이 있다.In addition, after installing the outer member and the inner fixing member collectively, there is an advantage that can be corrected construction errors that may occur during installation by installing the bottom member.

또한, 기존의 직각으로 조립되는 모서리부분에 대하여 예각 및 둔각의 PC 부재를 사용하여 제공되는 지형에 맞추어 자유롭게 PC부재를 제공하고 설치 할 수 있는 장점이 있다. In addition, there is an advantage that the PC member can be provided and installed freely according to the terrain provided by using acute and obtuse PC members with respect to the corner portion to be assembled at an existing right angle.

또한, 바닥부재를 조립하기 전에 기초에 형성된 H빔 상단에 차수시트와 L형강, 밀봉테이프, 볼트를 사용하여 바닥부분에서 발생하는 방수문제를 제거 할 수 있는 장점이 있다.
In addition, before assembling the floor member has a merit that can eliminate the problem of waterproofing in the bottom portion by using the order sheet and L-shaped steel, sealing tape, bolt on the top of the H-beam formed in the base.

도 1은 본 발명의 실시예에 따른 복합저류장치의 결합사시도.
도 2a 내지 도 2c는 본 발명의 실시예에 따른 외곽부재의 사시도.
도 3은 본 발명의 실시예에 따른 내부고정부재의 사시도.
도 4는 본 발명의 실시예에 따른 기둥부재의 단면도.
도 5는 본 발명의 실시예에 따른 바닥부재의 사시도.
도 6은 본 발명의 실시예에 따른 상부고정부재의 사시도.
도 7은 본 발명의 실시예에 따른 상판부재의 사시도.
도 8은 본 발명의 다른 실시예에 따른 유도부재가 구비된 복합저류장치의 결합사시도.
도 9는 본 발명의 또다른 실시예에 따른 기초부재를 구비한 복합저류장치의 단면도.
1 is a perspective view of the combined storage device according to an embodiment of the present invention.
2a to 2c is a perspective view of the outer member according to an embodiment of the present invention.
Figure 3 is a perspective view of the inner fixing member according to an embodiment of the present invention.
Figure 4 is a cross-sectional view of the pillar member according to an embodiment of the present invention.
5 is a perspective view of a floor member according to an embodiment of the present invention.
6 is a perspective view of the upper fixing member according to an embodiment of the present invention.
7 is a perspective view of the upper plate member according to an embodiment of the present invention.
8 is a perspective view of the combined storage device with a guide member according to another embodiment of the present invention.
9 is a cross-sectional view of a compound storage device having a base member according to another embodiment of the present invention.

도 1에 도시된 바와 같이, 본 발명의 일실시예에 따른 복합저류장치는 외곽부재(100), 내부고정부재(200), 기둥부재(300), 상부고정부재(500), 바닥부재(400), 상판부재(600)를 구비한다.As shown in Figure 1, the composite storage device according to an embodiment of the present invention, the outer member 100, the inner fixing member 200, the pillar member 300, the upper fixing member 500, the bottom member 400 ), And an upper plate member 600.

도 2a 내지 도 2c에 도시된 바와 같이, 외곽부재(100)는 저류조의 외측을 감싸도록 형성되며, 저류조의 측면을 형성하는 측벽부(100-1)와, 내부고정부재(200)에 접하는 측면에 놓여지는 T형측벽부(100-2), 저류조의 모서리를 형성하는 모서리부(100-3)를 구비한다. 측벽부(100-1)는 일정한 높이를 갖는 측벽이 일방향으로 형성되고, T형측벽부(100-2)는 측벽부(100-1)와 동일한 높이를 갖는 측벽과 내측으로 돌출된 보강판이 'T' 자 형태로 형성되며, 모서리부(100-3)는 측벽부(100-1)와 일정한 높이를 갖는 가로방향 및 세로방향의 측벽이 '

Figure 112010014194194-pat00001
' 또는 '
Figure 112010014194194-pat00002
' 자 형태로 형성된다. As shown in Figure 2a to 2c, the outer member 100 is formed so as to surround the outside of the storage tank, the side wall portion 100-1 and the side of the inner fixing member 200 to form a side of the storage tank A T-shaped side wall portion 100-2 to be placed at the edge portion and a corner portion 100-3 forming an edge of the storage tank are provided. The side wall portion 100-1 has a side wall having a constant height in one direction, and the T-shaped side wall portion 100-2 has a side wall having the same height as the side wall portion 100-1 and a reinforcing plate protruding inwardly. It is formed in a T 'shape, the corner portion (100-3) is a side wall in the horizontal and vertical direction having a constant height with the side wall portion 100-1'
Figure 112010014194194-pat00001
' or '
Figure 112010014194194-pat00002
'Is formed in the shape of a character.

외곽부재(100)인 측벽부(100-1)와 T형측벽부(100-2) 및 모서리부(100-3)의 하부는 바닥에 지지되도록 외측으로 연장되면서 단턱을 갖는 하부지지대(110)가 형성된다. 측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3)는 콘 형상의 제1연결부(111)를 사용하여 정밀하고 견고하게 체결하는 것이 바람직하며, 제1연결부(111)가 삽입될 수 있도록 측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3)의 하부지지대(110) 측면에 각각 제1연결홈(112)이 형성된다. Lower portions of the side wall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3, which are the outer members 100, extend outwardly to be supported on the floor, and have a stepped portion. Is formed. The side wall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3 may be fastened precisely and firmly using the first connector 111 having a cone shape. First connection grooves 112 on the sidewall portion 100-1, the T-shaped side wall portion 100-2, and the side of the lower support 110 of the corner portion 100-3 so that the connection portion 111 can be inserted therein. Is formed.

또한, 하부지지대(110)는 설치되는 방향으로 제1관통홀(113)이 형성된다. 이에 따라 외곽부재인 측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3)를 설치한 상태에서 제1관통홀(113)을 따라 강선을 삽입하여 조이면 서로 이웃하는 측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3) 사이를 밀착시킬 수 있다. 또한, 하부지지대(110)의 단턱 상부면에는 상부측으로 돌출된 제1볼트(114)가 형성되고, 제1밀봉씰(115)이 형성되어 바닥부재(400)와 견고하게 결합될 수 있다.In addition, the first support hole 113 is formed in the direction in which the lower support 110 is installed. Accordingly, when the steel wire is inserted and tightened along the first through hole 113 while the side wall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3 which are the outer members are installed, The adjacent side wall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3 may be in close contact with each other. In addition, a first bolt 114 protruding to the upper side is formed on the stepped upper surface of the lower support 110, and a first sealing seal 115 is formed to be firmly coupled to the bottom member 400.

T형측벽부(100-2)의 하부지지대(110)는 내부고정부재의 높이를 갖으면서 내측으로 연장된 제1연결턱(116)을 더 구비한다. 이러한 제1연결턱(116)의 상부면에는 기둥부재(300)와 결합할 수 있도록 제2연결부(119)가 삽입되는 제2연결홈(117)이 형성되고, 주위에 제1철근(118)이 형성된다.The lower support 110 of the T-shaped side wall portion 100-2 further includes a first connection jaw 116 extending inward while having the height of the inner fixing member. On the upper surface of the first connecting jaw 116, a second connecting groove 117 is formed in which the second connecting portion 119 is inserted to be coupled to the pillar member 300, and the first reinforcing bars 118 around the first connecting jaw 116. Is formed.

측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3)의 측면에는 상하로 PVC, PE, 고무 등의 탄성을 갖는 압착지수제(120)가 설치된다. 압착지수제(120)는 서로 이웃하는 측벽부(100-1), T형측벽부(100-2) 및 모서리부(100-3)가 강선에 의해 밀착되면 각각의 압착지수제(120)가 압축되면서 각 부재간의 긴밀한 방수를 유지할 수 있다.Side surfaces of the side wall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3 are provided with a compressive indexing agent 120 having elasticity such as PVC, PE, and rubber. The compressive index agent 120 is the adjacent side wall portion (100-1), the T-shaped side wall portion (100-2) and the corner portion (100-3) is in close contact with each other by the steel wire, each of the compressive index agent 120 As it is compressed, close waterproofing can be maintained between the members.

그리고, 외곽부재(100)의 측벽부(100-1)와 T형측벽부(100-2) 및 모서리부(100-3)의 상부는 상판부재(600)가 놓여지도록 측면으로 돌출된 제1상판지지부(130)가 형성되며 제1상판지지부(130)에는 상판부재(600)를 고정시킬 수 있는 제2볼트(131)와 방수를 위한 제2밀봉씰(132)이 형성된다. 또한, 상부고정부재(500)에 밀착되는 T형측벽부(100-2)는 상부고정부재(500)로 연장된 제2연결턱(133)을 더 구비한다. 이러한 제2연결턱(133)의 양단에 상판부재(600)가 놓여지면서 정확하게 결합된다.In addition, the upper sidewall portion 100-1, the T-shaped side wall portion 100-2, and the corner portion 100-3 of the outer member 100 protrude to the side so that the upper plate member 600 is placed thereon. The upper plate support part 130 is formed, and the first upper plate support part 130 is formed with a second bolt 131 for fixing the upper plate member 600 and a second sealing seal 132 for waterproofing. In addition, the T-shaped side wall portion 100-2 in close contact with the upper fixing member 500 further includes a second connection jaw 133 extending to the upper fixing member 500. The upper plate member 600 is placed on both ends of the second connection jaw 133 and is accurately coupled.

도 3에 도시된 바와 같이, 내부고정부재(200)는 외곽부재(100)의 내부에서 일방향으로 설치되며 하부는 바닥에 지지되도록 외측으로 연장되면서 외곽부재(100)의 하부지지대(110)와 동일한 높이의 단턱이 형성된다. 내부고정부재(200)의 일측에는 설치되는 방향으로 제2관통홀(201)이 형성된다. 내부고정부재(200)를 T형측벽부(100-2)의 내측에 수직방향으로 설치한 상태에서 제2관통홀(201)을 따라 강선을 삽입하여 조이면 서로 이웃하는 내부고정부재(200) 사이를 밀착시킬 수 있다. 또한, 내부고정부재(200)의 부재 사이 또는 내부고정부재(200)와 T형측벽부(100-2) 사이는 콘 형상의 제3연결부(202)로 각각 체결될 수 있도록 측면에 제3연결홈(203)이 형성된다.As shown in FIG. 3, the inner fixing member 200 is installed in one direction from the inside of the outer member 100, and the lower portion thereof extends outward so as to be supported on the floor, the same as the lower support 110 of the outer member 100. A step of height is formed. One side of the internal fixing member 200 is formed with a second through hole 201 in the direction of installation. In the state in which the inner fixing member 200 is installed in the vertical direction inside the T-shaped side wall portion 100-2, when steel wires are inserted and tightened along the second through-hole 201, the inner fixing members 200 adjacent to each other are tightened. Can be in close contact. In addition, a third connection between the members of the inner fixing member 200 or between the inner fixing member 200 and the T-shaped side wall portion 100-2 may be fastened to the third connecting portion 202 having a cone shape. Grooves 203 are formed.

내부고정부재(200)의 단턱 상부면에는 상부측으로 돌출된 제3볼트(206)와, 제3밀봉씰(207)이 형성되어 바닥부재(400)와 견고하게 결합될 수 있다. 또한, 내부고정부재(200)의 상부면에는 기둥부재(300)와 제2연결부(119)로 체결될 수 있도록 제4연결홈(204)이 형성되고, 주위에 제2철근(205)이 형성된다.On the upper surface of the stepped portion of the internal fixing member 200, a third bolt 206 protruding upward and a third sealing seal 207 are formed to be firmly coupled to the bottom member 400. In addition, a fourth connecting groove 204 is formed on the upper surface of the inner fixing member 200 so as to be fastened to the pillar member 300 and the second connecting portion 119, and a second reinforcing bar 205 is formed around the inner fixing member 200. do.

도 4에 도시된 바와 같이, 기둥부재(300)는 사각기둥, 팔각기둥 등의 장방형상으로 일단이 내부고정부재(200) 및 T형측벽부(100-2)에 체결되고, 타단이 상부방향으로 연장된다. 특히, 기둥부재(300)는 콘 형상의 제2연결부(119)로 내부고정부재(200) 및 T형측벽부(100-2)와 체결할 수 있도록 하부면에 제5연결홈(301)이 형성되고, T형측벽부의 제1철근(118)과 내부고정부재의 제2철근(205)이 삽입되도록 제1철근삽입홈(302)이 형성된다. 한편, 기둥부재(300)의 일측면에 강관연결고리(303)를 형성되어 기둥부재(300)를 설치한 후에 이웃하는 기둥부재(300) 사이에 강관을 연결하여 기둥부재(300)를 더욱 견고하게 고정할 수 있다.As shown in FIG. 4, the pillar member 300 has a rectangular shape such as a square pillar, an octagonal pillar, and one end thereof is fastened to the inner fixing member 200 and the T-shaped side wall portion 100-2, and the other end thereof is upward. Extends. In particular, the pillar member 300 has a fifth connection groove 301 on the lower surface of the pillar member 300 to be fastened to the inner fixing member 200 and the T-shaped side wall portion 100-2 by the second connector 119 having a cone shape. The first reinforcing bar insertion groove 302 is formed to insert the first reinforcing bar 118 of the T-shaped side wall portion and the second reinforcing bar 205 of the internal fixing member. On the other hand, the steel pipe connecting ring 303 is formed on one side of the pillar member 300 to install the pillar member 300, and then connect the steel pipe between the neighboring pillar member 300 more robust to the pillar member 300 Can be fixed.

기둥부재(300)의 상부면은 상부고정부재(500)와 콘 형상의 제4연결부(304)로 각각 체결될 수 있도록 제6연결홈(305)이 형성되고, 주위에 제3철근(306)이 형성된다.The upper surface of the pillar member 300 has a sixth connecting groove 305 is formed to be fastened to the upper fixing member 500 and the cone-shaped fourth connecting portion 304, respectively, and the third reinforcement 306 around Is formed.

도 5에 도시된 바와 같이, 바닥부재(400)는 외곽부재(100)의 하부지지대(110)와 내부고정부재(200) 사이 또는 서로 이웃하는 내부고정부재(200) 사이에 위치하며 저류조의 바닥을 형성한다. 바닥부재(400)는 하부지지대(110)와 내부고정부재(200)에 형성된 단턱 사이를 덮을 수 있도록 상부면이 넓고 하부면이 좁은 역단턱 모양의 측면 단턱부가 형성된다. As shown in FIG. 5, the bottom member 400 is located between the lower support 110 and the inner fixing member 200 of the outer member 100 or between the inner fixing member 200 adjacent to each other and the bottom of the storage tank. To form. The bottom member 400 has a wide upper surface and a narrow lower side surface side stepped portion so as to cover the stepped portion formed in the lower support 110 and the internal fixing member 200.

그리고, 서로 이웃하는 바닥부재(400)의 결합을 위하여 바닥부재(400)의 일측면에는 연결철근(401)이 형성되고, 타측면에는 이웃하는 바닥부재(400)의 연결철근(401)이 삽입되는 철근연결홈(402)이 형성된다. 이때, 바닥부재(400)는 서로 이웃하는 바닥부재(400) 사이의 방수능력을 향상시키기 위하여 양측면에 체결단턱이 형성되며, 체결단턱 사이에는 제4밀봉씰(404)이 형성되는 것이 바람직하다. 또한, 바닥부재(400)를 하부지지대(110)의 제1볼트(114)와 내부고정부재(200)의 제3볼트(206)에 고정하기 위하여 제1볼트체결홀(403)이 형성된다. 이에 따라 제1볼트(114)와 제3볼트(206)는 제1볼트체결홀(403)에서 너트로 체결되어 결합된다.In addition, connecting bars 401 are formed on one side of the bottom member 400 to couple neighboring bottom members 400, and connecting bars 401 of the neighboring bottom members 400 are inserted into the other side. Reinforcing bar connecting groove 402 is formed. At this time, the bottom member 400 is fastening stepped on both sides in order to improve the waterproofing ability between the neighboring bottom member 400, it is preferable that the fourth sealing seal 404 is formed between the fastening step. In addition, a first bolt fastening hole 403 is formed to fix the bottom member 400 to the first bolt 114 of the lower support 110 and the third bolt 206 of the internal fixing member 200. Accordingly, the first bolt 114 and the third bolt 206 are coupled to each other by a nut in the first bolt fastening hole 403.

바닥부재(400)와 하부지지대(110), 내부고정부재(200)의 체결을 향상시키기 위하여 바닥부재(400)의 측면 단턱부에 제1삽입홈(406), 제1삽입홈(406)의 내부에 위치하는 탄성부(407), 탄성부(407)의 전면에 위치하며 탄성부(407)의 탄력으로 전방으로 돌출되는 고정철근(408) 및 고정철근(408)이 외부로 돌출되는 것을 제어하는 제어부(409)로 이루어진 다수의 고정부재(405)를 구비한다. 또한, 이러한 고정철근(408)이 체결될 수 있도록 하부지지대(110)의 측면과 내부고정부재(200)의 측면에 제2삽입홈(208) 및 제3삽입홈(121)이 형성된다.In order to improve the fastening of the bottom member 400, the lower support 110, and the internal fixing member 200, the first insertion groove 406 and the first insertion groove 406 of the side member of the bottom member 400 are improved. The elastic part 407 located inside, the fixed reinforcing bar 408 and the fixed reinforcing bar 408 protruding forward with the elasticity of the elastic part 407 to the front of the elastic part 407 is controlled to the outside A plurality of fixing member 405 consisting of a control unit 409 is provided. In addition, the second insertion groove 208 and the third insertion groove 121 are formed on the side of the lower support 110 and the side of the internal fixing member 200 so that the fixed reinforcing bar 408 can be fastened.

이에 따라, 하부지지대(110), 내부고정부재(200)의 상부에 바닥부재(400)를 올려놓은 상태에서 제어부(409)를 제거하면 탄성부(407)에 의해 고정철근(408)의 일부가 하부지지대의 제2삽입홈(208) 및 내부고정부재의 제3삽입홈(121)으로 삽입되어 측면에서도 견고하게 체결될 수 있다. 이때, 탄성부(407)는 스프링 등을 사용할 수 있고, 제어부(409)는 외부로 연장된 끈 등을 이용하여 한번에 제거할 수 있다.Accordingly, when the control unit 409 is removed while the bottom member 400 is placed on the lower support 110 and the inner fixing member 200, a part of the fixed rebar 408 is removed by the elastic part 407. It is inserted into the second insertion groove 208 of the lower support and the third insertion groove 121 of the inner fixing member can be firmly fastened from the side. At this time, the elastic portion 407 may use a spring, etc., the control unit 409 can be removed at a time using a string or the like extended to the outside.

도 6에 도시된 바와 같이, 상부고정부재(500)는 서로 이웃하는 기둥부재(300)의 상단 사이에 체결된다. 특히, 상부고정부재(500)는 콘 형상의 제4연결부(304)로 체결할 수 있도록 하부면에 제7연결홈(501)이 형성되고, 기둥부재의 제3철근(306)이 삽입되도록 제2철근삽입홈(502)이 형성된다. As shown in Figure 6, the upper fixing member 500 is fastened between the upper end of the adjacent pillar member 300. In particular, the upper fixing member 500 has a seventh connection groove 501 is formed on the lower surface to be fastened to the cone-shaped fourth connector 304, the third reinforcing bar 306 of the pillar member is inserted Two rebar insertion grooves 502 are formed.

또한, 상부고정부재(500)의 상부는 상판부재(600)가 놓여지도록 양측면으로 돌출된 제2상판지지부(503)가 형성되며 제2상판지지부(503)에는 상판부재(600)를 고정시킬 수 있는 제4볼트(504)와 방수를 위한 제5밀봉씰(505)이 형성된다.In addition, the upper part of the upper fixing member 500 is formed with a second upper plate support portion 503 protruding from both sides so that the upper plate member 600 is placed, the upper plate member 600 can be fixed to the second upper plate support portion 503. The fourth bolt 504 and the fifth sealing seal 505 for waterproofing are formed.

도 7에 도시된 바와 같이, 상판부재(600)는 외곽부재의 제1상판지지부(130)와 상부고정부재의 제2상판지지부(503) 사이 또는 상부고정부재(503) 사이에 위치하며 저류조의 상부외곽을 형성한다. 이러한 상판부재(600)를 견고하게 고정하기 위하여 제1상판지지부(130)의 제2볼트(131)와제2상판지지부(503)의 제4볼트(504)가 관통하는 제2볼트체결홀(601)이 형성하여 설치후 제2볼트(131)와 제4볼트(504)가 제2볼트체결홀(601) 내에서 너트로 체결하는 것이 바람직하다.As shown in FIG. 7, the upper plate member 600 is positioned between the first upper plate support 130 of the outer member and the second upper plate support 503 of the upper fixing member or between the upper fixing member 503 of the storage tank. Form the upper perimeter. In order to firmly fix the upper plate member 600, the second bolt fastening hole 601 through which the second bolt 131 of the first upper plate support part 130 and the fourth bolt 504 of the second upper plate support part 503 penetrate. The second bolt 131 and the fourth bolt 504 are preferably fastened with a nut in the second bolt fastening hole 601 after installation.

도 8에 도시된 바와 같이, 저류조의 바닥부재(400)와 상판부재(600) 사이에는 유입된 우수의 흐름을 제어하는 유도부재(700)가 더 형성된다. 유도부재는 하단개구부(702)를 갖는 하단유도부(701)와 상단개구부(704)를 갖는 상단유도부(703)로 이루어진다. 이러한 유도부재인 하단유도부(701)와 상단유도부(703)가 순차적 설치되면, 저류조로 유입된 우수 속의 이물질 중에 하단유도부(701)에서는 우수에 포함된 가벼운 이물질은 하단개구부(702)를 통과하지 못하기 때문에 가벼운 이물질이 더 이상 저류조 내부로 유입되는 것을 방지할 수 있고, 하단유도부(701)를 통과한 우수에 포함된 무거운 이물질은 다음 단계에 설치된 상단유도부의 상단개구부(703)를 통과하지 못하고 바닥으로 가라않기 때문에 우수에 포함된 무거운 물질도 제거할 수 있다. 이에 따라 저류조에 저장된 우수를 사용할 때에도 깨끗한 우수를 사용할 수 있다.As shown in Figure 8, between the bottom member 400 and the upper plate member 600 of the storage tank is further formed an induction member 700 for controlling the flow of rainwater introduced. The guide member is composed of a lower guide portion 701 having a lower opening 702 and an upper guide portion 703 having an upper opening 704. When the induction member, the lower induction part 701 and the upper induction part 703 are sequentially installed, the light foreign matter contained in the rain in the lower induction part 701 does not pass through the lower opening 702 among the foreign matter in the rainwater introduced into the storage tank. Because it can prevent the light foreign matter from flowing into the storage tank anymore, heavy foreign matter contained in the rainwater that passed through the lower guide portion 701 does not pass through the upper opening 703 of the upper guide portion installed in the next step and the bottom Because it does not sink in, heavy materials contained in rainwater can be removed. Accordingly, even when using rainwater stored in the storage tank can be used to clean rainwater.

도 9에 도시된 바와 같이, 본 발명의 다른 실시예에 따른 복합저류장치의 바닥부재(400)는 콘크리트로 타설된 기초부재(800)의 상부에 위치한다. 기초부재(800)는 H빔을 콘크리트에 상부 약 20mm만 남겨 놓고 매립하여 콘크리트 타설을 하여 형성하며, 바닥부재(400)의 하부에 위치하는 H빔(801) 사이에서 H빔의 높이의 약 10mm로 형성되는 제1건비빔몰탈층(802)과, 제1건비빔몰탈층(802) 상부에 형성된 차수시트(803)와, 차수시트(803)와 바닥부재(400) 사이에 형성되는 제2건비빔몰탈층(804)으로 형성된다. 또한, H빔 상단까지 연장하여 설치된 차수시트(803)의 양 끝단을 H빔 상단에 압착테이프(805)로 부착하고, 다시 차수시트(803) 위에 압착테이프(805)를 부착 후에 그 위에 L형강재(806)를 놓고 H빔과 연결된 볼트를 조여서 방수막 층을 형성한다. 이러한 기초부재에 의하여 저류조에 저장된 우수는 바닥부재(400)를 별도의 콘크리트로 타설하여 완벽하게 밀봉시키지 않아도 저류조 자체의 방수능력을 유지할 수 있어 시공을 빠르게 유지할 수 있다. 그리고 H빔(2)의 상부로 연장되어 가이드 역할을 할 수 도 있는 L형강재(806)로 인해 H빔 상부에 놓여지는 바닥부재(400)의 위치를 정확하게 안내할 수 있다.
As shown in Figure 9, the bottom member 400 of the compound storage device according to another embodiment of the present invention is located on the upper portion of the base member 800 is poured into concrete. The base member 800 is formed by placing the H-beam in concrete, leaving only about 20 mm in the upper part, and placing it, and about 10 mm of the height of the H-beam between the H-beams 801 located at the bottom of the bottom member 400. The first gunbi beam mortar layer 802 formed of the first and second order formed between the order sheet 803 formed on the first gunbi beam mortar layer 802, the order sheet 803 and the bottom member 400 A dry non-beam mortar layer 804 is formed. In addition, both ends of the order sheet 803 extending to the upper end of the H beam are attached to the upper end of the H beam with a press tape 805, and then the press tape 805 is attached onto the order sheet 803, and then L-shaped thereon. Place the steel 806 and tighten the bolts connected to the H beam to form a waterproof film layer. The rainwater stored in the storage tank by such a base member can maintain the waterproofing capacity of the storage tank itself without placing the bottom member 400 in a separate concrete to be completely sealed, so that construction can be maintained quickly. And because of the L-shaped steel 806 that may extend to the top of the H beam (2) to serve as a guide can accurately guide the position of the bottom member 400 placed on the H beam.

100 : 외곽부재, 100-1 : 측벽부, 100-2 : T형측벽부, 100-3 : 모서리부, 110 : 하부지지대, 111 : 제1연결부, 112 : 제1연결홈, 113 : 제1관통홀, 114 : 제1볼트, 115 : 제1밀봉씰, 116 : 제1연결턱, 117 : 제2연결홈, 118 : 제1철근, 119 : 제2연결부, 120 : 압착지수제, 121 : 제3삽입홈, 130 : 제1상판지지부, 131 : 제2볼트, 132 : 제2밀봉씰, 133 : 제2연결턱, 200 : 내부고정부재, 201 : 제2관통홀, 202 : 제3연결부, 203 : 제3연결홈, 204 : 제4연결홈, 205 : 제2철근, 206 : 제3볼트, 207 : 제3밀봉씰, 208 : 제2삽입홈, 300 : 기둥부재, 301 : 제5연결홈, 302 : 제1철근삽입홈, 303 : 강관연결고리, 304 : 제4연결부, 305 : 제6연결홈, 306 : 제3철근, 400 : 바닥부재, 401 : 연결철근, 402 : 철근연결홈, 403 : 제1볼트체결홀, 404 : 제4밀봉씰, 406 : 제1삽입홈, 407 : 탄성부, 408 : 고정철근, 409 : 제어부, 500 : 상부고정부재, 501 : 제7연결홈, 502 : 제2철근삽입홈, 503 : 제2상판지지부, 504 : 제4볼트, 505 : 제5밀봉씰, 600 : 상판부재, 601 : 제2볼트체결홀, 700 : 유도부재, 701 : 하단유도부, 702 : 하단개구부, 703 : 상단유도부, 704 : 상단개구부, 800 : 기초부재, 801 : H빔, 802 : 제1건비빔몰탈층, 803 : 차수시트, 804 : 제2건비빔몰탈층, 805 : 압착테이프, 806 : L형강재100: outer member, 100-1: side wall portion, 100-2: T-shaped side wall portion, 100-3: corner portion, 110: lower support, 111: first connecting portion, 112: first connecting groove, 113: first Through hole, 114: first bolt, 115: first sealing seal, 116: first connecting jaw, 117: second connecting groove, 118: first reinforcing bar, 119: second connecting part, 120: crimping index agent, 121: Third insertion groove, 130: first upper plate support, 131: second bolt, 132: second sealing seal, 133: second connecting jaw, 200: internal fixing member, 201: second through hole, 202: third connecting part 203: third connection groove, 204: fourth connection groove, 205: second rebar, 206: third bolt, 207: third sealing seal, 208: second insertion groove, 300: pillar member, 301: fifth Connecting groove, 302: first reinforcing groove, 303: steel pipe connecting ring, 304: fourth connecting part, 305: sixth connecting groove, 306: third rebar, 400: floor member, 401: connecting rebar, 402: reinforcing bar connection Groove, 403: first bolt fastening hole, 404: fourth sealing seal, 406: first insertion groove, 407: elastic part, 408: fixed rebar, 409: control part, 500: Upper fixing member, 501: 7th connecting groove, 502: 2nd reinforcing bar insertion groove, 503: 2nd top plate supporting part, 504: 4th bolt, 505: 5th sealing seal, 600: Top plate member, 601: 2nd bolt fastening Hole, 700: guide member, 701: lower guide part, 702: lower opening part, 703: upper guide part, 704: upper opening part, 800: base member, 801: H beam, 802: first gunbi beam mortar layer, 803: order sheet 804: second gun bibeam mortar layer, 805: press tape, 806: L-shaped steel

Claims (22)

저류조의 측면을 형성하는 측벽부와 T형측벽부 및 저류조의 모서리를 형성하는 모서리부를 구비하되, 상기 측벽부, T형측벽부, 모서리부의 하부에는 단턱을 갖는 하부지지대가 형성된 외곽부재와; 외곽부재의 내부에서 일방향으로 설치되며 하부는 바닥에 지지되도록 외측으로 연장되면서 외곽부재의 하부지지대의 단턱과 동일한 높이의 단턱을 갖는 내부고정부재와; 외곽부재의 하부지지대와 내부고정부재 사이 또는 서로 이웃하는 내부고정부재 사이에 형성된 단턱에 위치하며 저류조의 바닥을 형성하는 바닥부재와; 일단이 내부고정부재 또는 T형측벽부에 체결되고 타단이 상부방향으로 연장된 기둥부재와; 서로 이웃하는 기둥부재 사이에 체결되는 상부고정부재와; 상기 외곽부재와 상부고정부재 사이 또는 상부고정부재 사이에 위치하며 저류조의 상판을 형성하는 상판부재;를 구비하는 통상의 복합저류장치에 있어서,
바닥부재는 측벽부, T형측벽부, 모서리부의 하부지지대와 내부고정부재에 형성된 단턱 사이를 덮을 수 있도록 상부면이 넓고 하부면이 좁은 역단턱 모양으로 형성되고,
바닥부재의 측면 단턱부에는 형성된 제1삽입홈, 제1삽입홈의 내부에 위치하는 탄성부, 탄성부의 전면에 위치하며 탄성부의 탄력으로 전방으로 돌출되는 고정철근 및 고정철근이 외부로 돌출되는 것을 제어하는 제어부로 이루어진 다수의 고정부재를 구비하며,
하부지지대의 측면과 내부고정부재의 측면에는 고정철근이 체결될 수 있는 제2삽입홈 및 제3삽입홈이 형성된 것을 특징으로 하는 복합저류장치.
An outer member having a side wall portion forming a side surface of the storage tank, a T-shaped side wall portion, and an edge portion forming a corner of the storage tank, wherein the side wall portion, the T-shaped side wall portion, and a lower support having a stepped portion are formed in the lower portion of the corner portion; An inner fixing member installed in one direction from the inside of the outer member and having a step of the same height as that of the lower support of the lower support of the outer member while extending downward to support the bottom; A bottom member positioned at a step formed between the lower support and the inner fixing member of the outer member or between the inner fixing members adjacent to each other and forming a bottom of the storage tank; A pillar member whose one end is fastened to the inner fixing member or the T-shaped side wall portion and the other end thereof extends upwardly; An upper fixing member fastened between adjacent pillar members; In the conventional composite storage device having a; upper plate member which is located between the outer member and the upper fixing member or between the upper fixing member and forming a top plate of the storage tank,
The bottom member is formed in a reverse step shape having a broad upper surface and a narrow lower surface so as to cover the side wall portion, the T-shaped side wall portion, the lower support portion of the corner portion and the stepped portion formed in the inner fixing member.
The first stepped groove formed in the side member of the bottom member, the elastic portion located in the interior of the first insertion groove, located in the front of the elastic portion, the fixed reinforcing bar and the fixed reinforcing bar projecting forward with the elastic portion of the elastic portion It is provided with a plurality of fixing members consisting of a control unit for controlling,
Composite storage device, characterized in that the second insertion groove and the third insertion groove which can be fastened to the fixed reinforcement side and the side of the inner fixing member formed side.
삭제delete 삭제delete 삭제delete 삭제delete 청구항 1에 있어서, 측벽부, T형측벽부, 모서리부의 하부지지대의 측면에 제1연결홈이 형성되고, 상기 이웃하는 제1연결홈은 제1연결부가 삽입되어 체결되는 것을 특징으로 하는 복합저류장치.The combined storage according to claim 1, wherein a first connection groove is formed at a side surface of the side wall portion, the T-shaped side wall portion, and the lower support of the corner portion, and the neighboring first connection groove is inserted into and coupled to the first connection groove. Device. 청구항 1에 있어서, T형측벽부의 하부지지대는 내부고정부재의 높이와 동일한 높이를 갖으면서 내측으로 연장된 제1연결턱이 형성되고, T형측벽부의 상부는 상부고정부재로 연장된 제2연결턱이 형성된 것을 특징으로 하는 복합저류장치.The lower support of the T-shaped side wall portion has a height equal to the height of the internal fixing member, and a first connection jaw extending inwardly is formed, and an upper portion of the T-shaped side wall portion extends into the upper fixing member. Compound storage device, characterized in that the jaw is formed. 청구항 7에 있어서, T형측벽부의 제1연결턱에는 제2연결홈이 형성되고, 내부고정부재의 상부면에는 제4연결홈이 형성되며, 기둥부재의 하부에 형성된 제5연결홈에 제2연결부가 삽입되어 체결되는 것을 특징으로 하는 복합저류장치.The method according to claim 7, wherein the second connection groove is formed in the first connection jaw of the T-shaped side wall portion, the fourth connection groove is formed in the upper surface of the inner fixing member, the second connection groove formed in the lower portion of the pillar member Composite storage device, characterized in that the connection is inserted and fastened. 청구항 8에 있어서, T형측벽부의 제1연결턱에는 상부방향으로 돌출된 제1철근이 형성되고, 내부고정부재의 상부면 일측에는 상부방향으로 연장된 제2철근이 형성된 것을 특징으로 하는 복합저류장치.The composite storage according to claim 8, wherein a first reinforcing bar protruding upward is formed at the first connection jaw of the T-shaped side wall, and a second reinforcing bar extending upward is formed at one side of the upper surface of the inner fixing member. Device. 청구항 9에 있어서, 기둥부재의 하부면에는 제2연결부가 삽입되는 제5연결홈와 제1철근 및 제2철근이 삽입되는 제1철근삽입홈이 형성된 것을 특징으로 하는 복합저류장치.The complex storage device according to claim 9, wherein a fifth connecting groove into which the second connector is inserted and a first reinforcing bar into which the second reinforcing bar and the second reinforcing bar are inserted are formed in the lower surface of the pillar member. 청구항 8에 있어서, 기둥부재의 상부면에는 제6연결홈이 형성되며, 상부고정부재의 하부에 형성된 제7연결홈에 제4연결부가 삽입되어 체결되는 것을 특징으로 하는 복합저류장치.The complex storage device according to claim 8, wherein a sixth connection groove is formed on an upper surface of the pillar member, and a fourth connection portion is inserted into and fastened to a seventh connection groove formed under the upper fixing member. 청구항 1에 있어서, 내부고정부재와 T형측벽부의 하부지지대는 제3연결홈이 형성되며, 상기 이웃하는 내부고정부재와 T형측벽부 사이 또는 내부고정부재 사이의 제3연결홈은 제3연결부가 삽입되어 체결되는 것을 특징으로 하는 복합저류장치.The method of claim 1, wherein the lower support of the inner fixing member and the T-shaped side wall portion is formed with a third connecting groove, and the third connecting groove between the neighboring inner fixing member and the T-shaped side wall portion or between the inner fixing member is a third connecting portion. Composite storage device, characterized in that the fastening is inserted. 삭제delete 삭제delete 청구항 1에 있어서, 하부지지대의 단턱에는 상부측으로 돌출된 제1볼트가 형성되고, 내부고정부재의 단턱에는 상부측으로 돌출된 제3볼트가 형성되고, 바닥부재에는 제1, 3볼트가 관통하는 제1볼트체결홀이 형성된 것을 특징으로 하는 복합저류장치. The first support bolt protruding toward the upper side is formed on the stepped portion of the lower support, and the third bolt protruding toward the upper side is formed on the stepped portion of the inner fixing member, and the first and third bolts penetrate through the bottom member. Compound storage device, characterized in that the one bolt fastening hole is formed. 삭제delete 삭제delete 청구항 1에 있어서, 상기 바닥부재의 일측면에는 연결철근이 형성되고, 타측면에는 이웃하는 바닥부재의 연결철근이 삽입되는 철근연결홈이 형성된 것을 특징으로 하는 복합저류장치.The composite storage device according to claim 1, wherein a connection reinforcement is formed on one side of the bottom member, and a reinforcing connection groove is formed on the other side to insert a connection reinforcement of a neighboring bottom member. 삭제delete 삭제delete 청구항 1에 있어서, 저류조의 바닥부재와 상판부재 사이에는 하부가 개구된 하단개구부를 갖는 하단유도부와 상부가 개구된 상단개구부를 갖는 상단유도부로 이루어진 유도부재가 더 형성된 것을 특징으로 하는 복합저류장치.The composite storage device according to claim 1, further comprising an induction member formed between a bottom member of the storage tank and an upper plate member, a lower guide part having a lower opening with a lower opening, and an upper guide part having an upper opening with an upper opening. 청구항 1에 있어서, 상기 바닥부재의 하부에는 H빔 사이에서 H빔의 높이의 제1건비빔몰탈층과, 제1건비빔몰탈층 상부에 형성된 차수시트와, 차수시트와 바닥부재 사이에 형성되는 제2건비빔몰탈층, H빔 상부에서 H빔 상부에 위치하는 차수시트의 양 끝단을 상부에 위치하는 압착테이프, 압착테이프의 상부에 위치하며 H빔과 볼트결합되는 L형강재로 이루어진 기초부재가 더 형성된 것을 특징으로 하는 복합저류장치.The method according to claim 1, wherein the lower portion of the bottom member is formed between the H-beam first gunbi beam mortar layer of the height of the H beam, the first sheet formed on the first gunbi beam mortar layer, and between the order sheet and the bottom member 2nd gunbi beam mortar layer, the base member consisting of an L-shaped steel material which is bolted to the H-beam and positioned on the upper part of the pressing tape, the upper end of the order sheet located at the upper end of the H beam from the upper part of the H-beam; Composite storage device, characterized in that further formed.
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KR101056395B1 (en) 2011-05-18 2011-08-11 덕산콘크리트(주) The water-storage tank of assembly type and method for constructing thereof
KR101099777B1 (en) * 2011-07-20 2011-12-28 주식회사 장호 Prefabricated rain-water retaining facility
KR101176937B1 (en) 2011-12-20 2012-08-30 장영미 Underground reclamation type water storage tank having a assembling structure and its constructing method
KR101183691B1 (en) * 2012-01-18 2012-09-18 김종준 Water-storage tank of assembly type and method for constructing the same
KR101204036B1 (en) * 2012-03-08 2012-11-23 최승선 The water-storage tank of assembly type
KR101226524B1 (en) 2012-06-11 2013-01-25 김종준 Assembling-type rain water storage capable of installation accurately
KR101248173B1 (en) * 2012-10-30 2013-04-02 (주) 효창이엔지 Bottom-pillar-beam coupling structure of prefab water-storage tank
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100582121B1 (en) 2006-03-17 2006-05-22 한림에코텍 주식회사 Water storage tank
KR100802994B1 (en) 2007-05-25 2008-02-14 주식회사 우일 이알에스 Large size rainwater undercurrent set and it's construction method
KR100938223B1 (en) 2009-07-20 2010-01-22 동양특수콘크리트 (주) Precasting rainfall detention basin

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100582121B1 (en) 2006-03-17 2006-05-22 한림에코텍 주식회사 Water storage tank
KR100802994B1 (en) 2007-05-25 2008-02-14 주식회사 우일 이알에스 Large size rainwater undercurrent set and it's construction method
KR100938223B1 (en) 2009-07-20 2010-01-22 동양특수콘크리트 (주) Precasting rainfall detention basin

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101056395B1 (en) 2011-05-18 2011-08-11 덕산콘크리트(주) The water-storage tank of assembly type and method for constructing thereof
KR101099777B1 (en) * 2011-07-20 2011-12-28 주식회사 장호 Prefabricated rain-water retaining facility
KR101176937B1 (en) 2011-12-20 2012-08-30 장영미 Underground reclamation type water storage tank having a assembling structure and its constructing method
KR101183691B1 (en) * 2012-01-18 2012-09-18 김종준 Water-storage tank of assembly type and method for constructing the same
KR101204036B1 (en) * 2012-03-08 2012-11-23 최승선 The water-storage tank of assembly type
KR101272001B1 (en) 2012-05-08 2013-06-05 우동헌 Body of underground storage container fabricating precast segments and method constructing thereof
KR101226524B1 (en) 2012-06-11 2013-01-25 김종준 Assembling-type rain water storage capable of installation accurately
KR101248173B1 (en) * 2012-10-30 2013-04-02 (주) 효창이엔지 Bottom-pillar-beam coupling structure of prefab water-storage tank
KR101437791B1 (en) * 2013-11-19 2014-09-11 주식회사 한길 Prefabricated storage tank and its installation method
KR101372223B1 (en) * 2013-11-29 2014-03-11 주식회사 이산 The water-storage tank and Method for constructing thereof
KR102533400B1 (en) * 2022-08-04 2023-05-16 이상윤 Construction structure of a building using concrete girder and its construction method

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